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2900 - Site Mitigation Program
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PR0009051
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/5/2020 12:26:47 PM
Creation date
2/5/2020 10:23:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009051
PE
2960
FACILITY_ID
FA0000649
FACILITY_NAME
FORMER NESTLE USA INC FACILITY
STREET_NUMBER
230
STREET_NAME
INDUSTRIAL
STREET_TYPE
DR
City
RIPON
Zip
95366
APN
25938001
CURRENT_STATUS
01
SITE_LOCATION
230 INDUSTRIAL DR
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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r <br /> Mr. Victor Izzo <br /> August 28, 1994 <br /> Page 2 <br /> M-8, which is adjacent to the sewer line, showed the highest TCE <br /> concentration in the first ground water unit. All monitoring wells <br /> adjacent to the sewer show detectable levels of TCE. Also since the TCE <br /> discharge to the sewer line occurred over 20 years ago, it is likely that <br /> samples directly from the sewer would not detect TCE. <br /> Response: The samples referred to in the statement taken from the RI are those <br /> collected in 1992 specifically to detect whether the sewer is a source, <br /> related to work done for the Regal Almond case. These samples were <br /> not included in the RI report, and have been provided with this letter for <br /> your review. They were reported verbally to RWQCB at our meeting <br /> of July 22, 1993. The basis of the sampling was that coffee waste <br /> discharged to the sewer produces a false positive for phenol using EPA <br /> Method 625, although it does not actually contain phenol. A sample <br /> collected from the sewer manhole on Industrial Avenue showed 60 parts <br /> per billion (ppb) phenol, while samples taken from wells located close <br /> to the sewer line (M-313, M-813) collected on the same day, showed no <br /> detectable phenol signature. This indicates that the sewer is not <br /> currently leaking, and supports the hypothesis that the southward trend <br /> of the TCE plume is primarily due to the former southward hydraulic <br /> gradient (see response to Comment IV). <br /> Comment 111: Section 4.2.3 Soil Vapor Extraction, Paragraph 4; This paragraph <br /> provides only a cursory description of the eight months of vapor <br /> extraction system results following 10 January 1988 start-up at vapor <br /> extraction well VE-4. During those months the concentration leaving the <br /> extraction well increased from nondetect to over 10 ppm of TCE. This <br /> increase indicates a. source area within the sphere ofinfluenceLof VE-4, <br /> but not right at the location of VE-4. This source are& should be <br /> identified, and its lateral and vertical extent determined, in order to more <br /> effectively remediate it. <br /> Response: The vapor extraction pilot test has been reported in many numerous <br /> documents to the RWQCB, including the Remedial Measures Report, <br /> 1989, and the Vacuum Extraction Systems Status Report, dated January <br /> 1994, among others. The presence of an operating manufacturing <br /> facility precluded any previous investigations beneath the decaffeination <br /> building area. Now that the facility is not operating, there is the <br /> potential that the buildings may be removed. If that occurs, further <br /> drilling in the area will be possible. Until that time, as we have reported <br /> to you in the most recent submittal, the Water Quality Site Assessment, <br /> soil vapor extraction will continue using the existing systems to ensure <br /> vadose zone remediation. <br />
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